GPS Position
Coastline Data
Natural Earth is general mapping data and is not a legal mean high-water boundary.
Shore Distance Result
Directional Shoreline Distances
Directions are measured clockwise from due north and represent the upwind wind-from direction. The first coastline crossing along each 30° ray is reported.
| Clockwise from Ndegrees | Distance to shorelinekm | CdirUK NA Table NA.1 |
|---|
Fundamental Basic Wind Velocity
Figure NA.1 Overlay
The displayed value is digitised and interpolated from the supplied Figure NA.1 isopleths. Use the manual override where the original code map is read differently.
Basic Wind Velocity
qb is the basic velocity pressure only. Peak velocity pressure and final wind force still require terrain/exposure, orography, structural and pressure/force coefficients.
Upwind Obstructions
For town terrain, hdis follows EN 1991-1-4 Annex A.5. The exposure-chart height is z − hdis, with a minimum value of 2 m.
Exposure Factors
qp(z) follows UK NA.3a/NA.3b using the live exposure factors. The NA.4a orography bracket is applied only when Module D identifies significant orography and z ≤ 50 m.
Directional Peak Pressure Engine
| Wind FROMdegrees | cdirNA.1 | dshorekm | dtownkm | codirectional | ceNA.7 | ce,TNA.8 | qpkN/m² |
|---|
Town distance is currently treated as uniform in every sector. Quick mode is a screening run: it evaluates orography for the four highest flat-site qp sectors and assumes co = 1.0 elsewhere. Full mode evaluates all 12 SRTM transects sequentially and caches results by location, direction and analysis settings.
Net Pressure & Design Summary
Enter the coefficient appropriate to the loaded surface: building face (D + E is commonly about 1.3–1.4), freestanding wall to BS EN 1991-1-4 clause 7.4, clad scaffold to TG20, or the project-specific value. The app does not assume 1.4.
Orography Check
Wind FROM bearing: 0=N, 90=E, 180=S, 225=SW and 270=W. The app samples an upwind/downwind SRTM transect and detects the effective crest, H and Lu.
Orography Result
Shore Distance Method
The entered WGS84 point is compared with every usable segment in the selected Natural Earth coastline dataset. The nearest point on each segment is tested for the overall minimum. Twelve additional rays at 30° intervals are then intersected with the mapped coastline to give the first shoreline crossing in each clockwise direction from north.
Directional Factor
Cdir is taken from Table NA.1 of the UK National Annex to BS EN 1991-1-4:2005+A1:2010. The tabulated directions run from 0° to 330° at 30° intervals, measured clockwise from due north.
Wind Map & Basic Velocity
The supplied Figure NA.1 is displayed as a georeferenced overlay on the interactive map. For Great Britain, the app converts the clicked WGS84 coordinate to the British National Grid and bilinearly interpolates a digitised isopleth surface. Northern Ireland and the Channel Islands use separate approximations because the printed figure contains inset mapping. The result is a map-reading aid: keep the overlay visible and use the manual vb,map override whenever the original code figure indicates a different value.
Orography Method
The orography check uses an 85-point terrain transect from SRTM 30 m data. The effective crest is taken as the highest sampled point. H, Lu, Ld and the site position relative to the crest are derived automatically before applying the BS EN 1991-1-4 Annex A expressions.
Engineering Limitations
Natural Earth coastline data is suitable for general screening only and is not a legal shoreline, MHWS or flood-boundary dataset. Confirm the terrain profile visually, verify whether the feature is a hill/ridge or cliff/escarpment, and use project-specific survey or authoritative mapping where the result is sensitive.